FM 2374 over AYTES BRANCH
Map
Coordinates:
+33.44147, -99.0703233°26'29" N, 99°04'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 2374 over AYTES BRANCH |
Structure number: | 030120056202014 |
Location: | 0.4 MI S OF FM 1285 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 9.5 ft. [2.9 m] |
Total length: | 29.5 ft. [9.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1939 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 2013] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 89.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Satisfactory | Satisfactory | 20 | 89.8 |
November 2015 | Fair | Good | Satisfactory | Satisfactory | 20 | 88.5 |
November 2013 | Fair | Good | Good | Satisfactory | 20 | 88.5 |
November 2011 | Fair | Good | Good | Satisfactory | 20 | 87.2 |
October 2009 | Fair | Good | Good | Satisfactory | 30 | 87.5 |
October 2007 | Fair | Good | Good | Satisfactory | 30 | 88.5 |
October 2005 | Fair | Good | Good | Satisfactory | 30 | 88.5 |
September 2003 | Fair | Good | Good | Satisfactory | 60 | 88.2 |
September 2001 | Good | - | - | - | 40 | 88.2 |
July 1999 | Good | - | - | - | 60 | 88.2 |
August 1997 | Good | - | - | - | 30 | 88.2 |
August 1995 | Good | Very Good | Very Good | Good | 70 | 83.2 |
October 1993 | Good | Very Good | Very Good | Good | 30 | 83.2 |
October 1991 | Good | Very Good | Very Good | Good | 50 | 78.6 |